dik
Structural
- Apr 13, 2001
- 26,037
I'm on a 'fast track' learning curve on something I know nothing about (yet).
I have a dielectric filled transformer in an enclosed space within an occupied industrial building. There are a lot of items that I have yet to determine, so pardon the ignorance.
I have yet to determine the 'kVA rating' of the transformer and the amount or type of 'mineral oil/dielectric' fluid and whether it is prone to exploding or what the effects of an 'short/arc' type of event (items that have a real impact on the answer).
If it's of any help, the size of the transformer is approx 8'x10'x12' and the size of the room it is in is approx 15'x20'x20'high.
I'm going over NFPA 69 this weekend and I'll be in contact with people that are familiar with explosion venting for this type of application next week.
Does anyone have an approx idea of the magnitude of the structure design pressures and the size of the 'blast panel'. I don't know if I'm looking at 20 psf, 50 psf, or 100 psf and I don't know if the panel is 2'x2' or 10'x10'.
I do know that portions of the existing structure will have to be reconstructed and some parts will have to be reinforced and that I require a 3 hour FRR, and some pressure resistant doors. I will likely have to vent this upwards and construct a 'doghouse' on the existing roof. The footprint of this should be small to minimise snow accumulation.
Dik
I have a dielectric filled transformer in an enclosed space within an occupied industrial building. There are a lot of items that I have yet to determine, so pardon the ignorance.
I have yet to determine the 'kVA rating' of the transformer and the amount or type of 'mineral oil/dielectric' fluid and whether it is prone to exploding or what the effects of an 'short/arc' type of event (items that have a real impact on the answer).
If it's of any help, the size of the transformer is approx 8'x10'x12' and the size of the room it is in is approx 15'x20'x20'high.
I'm going over NFPA 69 this weekend and I'll be in contact with people that are familiar with explosion venting for this type of application next week.
Does anyone have an approx idea of the magnitude of the structure design pressures and the size of the 'blast panel'. I don't know if I'm looking at 20 psf, 50 psf, or 100 psf and I don't know if the panel is 2'x2' or 10'x10'.
I do know that portions of the existing structure will have to be reconstructed and some parts will have to be reinforced and that I require a 3 hour FRR, and some pressure resistant doors. I will likely have to vent this upwards and construct a 'doghouse' on the existing roof. The footprint of this should be small to minimise snow accumulation.
Dik